AN ANALYTICAL STUDY ON SLIP STRENGTH OF MULTI HSFG BOLTED JOINTS IN TENTION-Reference-Cited by-同舟云学术

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AN ANALYTICAL STUDY ON SLIP STRENGTH OF MULTI HSFG BOLTED JOINTS IN TENTION

Published:2000-01-21 Issue:640 Volume:2000 Page:49-60
ISSN:0289-7806
Container-title:Doboku Gakkai Ronbunshu
language:en
Short-container-title:Doboku Gakkai Ronbunshu

Author:

KAMEI Yoshinori¹,MATSUNO Masami¹,NISHIMURA Nobuo

Affiliation:

1. JAPAN SOCIETY OF CIVIL ENGINEERS

Publisher

Japan Society of Civil Engineers

Link

https://www.jstage.jst.go.jp/article/jscej1984/2000/640/2000_640_49/_pdf

Reference23 articles.

1. 1) 田島二郎: 高力ボルト摩擦接合概論, 技報堂, 1966.

2. 2) ISO: ISO/TC 167/SC 1-Steel Structures, Material and Design, 1991.

3. 3) EC3: EUROCODE NO. 3, Common unified code of practice for steel structure, 1989.

4. 4) AASHTO: Standard Specifications for Highway Bridges, fourteenth edition, 1989.

5. 5) BSI: BS5400, Part 3. Cord of practice for design of steel bridges, 1982.

Cited by 5 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Experimental study on long friction-type bolted joint combined with interference fit bolt;Advances in Bridge Engineering;2024-03-01

2. Analytical Study on Slip Strength of Long Bolted Joint Combing with Bearing Type Bolts;IABSE Congress, Nanjing 2022: Bridges and Structures: Connection, Integration and Harmonisation;2022

3. EXPERRIMENTAL STUDY ON BEHAVIORS OF BEARING TYPE BOLTS AND FEM ANALYSIS MODEL;Doboku Gakkai Ronbunshuu A;2008

4. THE INFLUENCE OF REDUCTION AND VARIATION OF BOLT TENSIONS BY AGING ON LIMIT STATES OF HSFG BOLTED JOINT;Doboku Gakkai Ronbunshu;2004-06-20

5. AN ANALYTICAL STUDY ON THE LIMIT STRENGTH OF HSFG BOLTED JOINT IN PLATE-GIRDERS UNDER A BENDING MOMENT;Doboku Gakkai Ronbunshu;2004-04-21

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